4.6 Article

Energy requirements for nitrification and biological nitrogen removal in engineered wetlands

期刊

ECOLOGICAL ENGINEERING
卷 35, 期 2, 页码 184-192

出版社

ELSEVIER
DOI: 10.1016/j.ecoleng.2008.03.002

关键词

Design; Engineered wetland; Energy requirement; Nitrification; Nitrogen removal; Subsurface flow wetland; Tidal flow wetland; Pulsed flow wetland

向作者/读者索取更多资源

Nitrogen in wastewater degrades aquifer and surface water quality To protect water quality in the United States, nitrogen discharge standards are strict: typically 1.0 mg/L NH4-N for discharge to surface water and 10 mg/L total nitrogen (TN) for discharge to soil. Passive constructed wetland treatment systems cannot meet the nitrification standards discussed in this paper, using loading rates commonly considered to be cost-effective based on economic conditions in North America. Although partial nitrification can be achieved with some vertically or intermittently loaded, subsurface flow (SSF) wetlands, complete nitrification cannot be achieved in these passive wetland treatment systems. Engineered wetlands (EWs) use mechanical power inputs via pumping of air or water to nitrify wastewater, and have evolved in large part to nitrify wastewater. The design energy requirements for these power inputs have yet to be described in the wetland treatment literature. Our paper investigates the energy and area requirements of three wetland technologies: aerated subsurface flow, tidal flow, and pulse-fed wetland treatment, compared to a mechanical activated-sludge treatment system. (C) 2008 Elsevier B.V. All rights reserved.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据